Sample Record for 2025-07-03-1
Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.
Project Information
Project ID: 993678 DEA: 042Q8004 EFIS: 0419000050 COOP: 042836,042944
QA Service Level: 1
DIST-CO-RTE-PM: 04-SM-101,92-US 101 & SR 92-10.9/12.1 & 11.8/13.4
Work Description: US 101/SR 92 INTERCHANGE AREA IMPROVEMENT :PROJECT WILL CONSTRUCT CONGESTION RELIEF IMPROVEMENTS AT THE US 101/SR 92 INTERCHANGE AREA.
Location Description:
Contractor Name: GORDON N. BALL, INC.
Contractor Address: 333 CAMILLE AVENUE, ALAMO, CA 94507
Resident Engineer: Mohamed Fouad Structure Rep.: Bryan Nagid
Sample Information
DIME Sample ID: 2025-07-03-1
TL Number from the TL Form:
Sample Submitted By Organization: CT HQ - QASI Los Angeles Field Office
Sample Organization Contact: (858) 285-5797
Type of Sample: Quality Assurance
Type of Material: SMTL TM5 - Welded Hoops
Sample Taken Date: 07/03/2025
Date that the sample was received by the laboratory/organization performing the testing: 07/08/2025
The quantity of what the sample constitutes: 140
A brief description of the sample: #7 (22mm) 3'-6Welded Hoops
From where was the sample collected: Fabricator
Laboratory sample identification:
Structure unique identifier:
Structure name:
The fabricator/manufacturer/facility name: TNT Rebar
Material Information
Production or Authorization Testing: Production Testing
Service or Ultimate: Ultimate
Rebar Heat Number(s): 3500041805
Hoop Manufacturer Lot Number(s): 1
Material Standard Code: ASTM A706
Material Grade: 60
Rebar Size: #7
Diameter of Hoop: 3'-6"
Epoxy Coated: No
Epoxy Coating Color: NA
Rebar Manufacturer: NUCOR
Welding Company: TNT Rebar Company
Coating Standards: Uncoated
Weld Type: Flash Welded
Test Results
Test 1 of 3
DIME Test ID: 2025-07-03-1-1
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Tensile)
Verified Date: 07/22/2025
Date Tested: 07/21/2025
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test:
Test Result Compliance:
Additional Comments When Verified:
|
Number of Samples
|
8
|
| Sample | Mfg. Lot Number(s) | Size | Area (sqin) | Peak Load (lbf) | Peak Stress (psi) | Comments | Tested By | | 1 | 3 | 7 | 0.6 | 57060 | 95000 | NA | M Kalwasinski | | 2 | 3 | 7 | 0.6 | 56410 | 94000 | NA | M Kalwasinski | | 3 | 3 | 7 | 0.6 | 57590 | 96000 | NA | M Kalwasinski | | 4 | 3 | 7 | 0.6 | 58470 | 97500 | NA | M Kalwasinski | | 1 | 1 | 7 | 0.6 | 58050 | 97000 | NA | M Kalwasinski | | 2 | 1 | 7 | 0.6 | 57760 | 96500 | NA | M Kalwasinski | | 3 | 1 | 7 | 0.6 | 57320 | 95500 | NA | M Kalwasinski | | 4 | 1 | 7 | 0.6 | 58480 | 97500 | NA | M Kalwasinski |
| |
|
UTM
|
NA
|
|
Temperature
|
72 f
|
Test 2 of 3
DIME Test ID: 2025-07-03-1-2
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Necking)
Verified Date: 07/22/2025
Date Tested: 07/21/2025
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Lot #3
Test Result Compliance: complies
Additional Comments When Verified:
|
Necking Test Option
|
Necking Test Option I
|
|
Shape of the Sample
|
Hoop
|
|
Sample 1 Visible Necking?
|
Yes
|
|
Sample 1 Location of Fracture?
|
Bar
|
|
Sample 2 Visible Necking?
|
Yes
|
|
Sample 2 Location of Fracture?
|
Bar
|
|
Sample 3 Visible Necking?
|
Yes
|
|
Sample 3 Location of Fracture?
|
Bar
|
|
Sample 4 Visible Necking?
|
Yes
|
|
Sample 4 Location of Fracture?
|
Bar
|
Test 3 of 3
DIME Test ID: 2025-07-03-1-3
Test Method: CTM 670-December 2013: Method of Tests for Mechanical and Welded Reinforcing Steel Splices (Necking)
Verified Date: 07/22/2025
Date Tested: 07/21/2025
Submitted By Organization: CT HQ - Sacramento Structural Materials Testing Laboratory
Organization Address: 5900 Folsom Boulevard,
Organization City: Sacramento
Organization State: CA
Organization Zipcode: 95819
Organization Email: joshua.moore@dot.ca.gov
Organization Phone: (530) 329-6527
General Comments for this Test: Lot #1
Test Result Compliance: complies
Additional Comments When Verified:
|
Necking Test Option
|
Necking Test Option I
|
|
Shape of the Sample
|
Hoop
|
|
Sample 1 Visible Necking?
|
Yes
|
|
Sample 1 Location of Fracture?
|
Bar
|
|
Sample 2 Visible Necking?
|
Yes
|
|
Sample 2 Location of Fracture?
|
Bar
|
|
Sample 3 Visible Necking?
|
Yes
|
|
Sample 3 Location of Fracture?
|
Bar
|
|
Sample 4 Visible Necking?
|
Yes
|
|
Sample 4 Location of Fracture?
|
Bar
|
